Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214345 DEA: 120P94U4 EFIS: 1217000076
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133-3.2/R4.1
Work Description: ROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location Description: ORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
Contractor Name: Granite Construction
Contractor Address: Unknown
Resident Engineer: Franklin Luna Structure Rep.: Chungkeun (Chung) Lee
DIME Sample ID: 2024-05-02-70
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/03/2024
The quantity of what the sample constitutes: 2 cylinders
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Irvine
The concrete mix design number: 1610838
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31185609
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SR133/73 Laguna
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-05-02-70-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/31/2024
Date Tested: 05/30/2024
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
Cross sectional area of cylinder 1
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28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
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5290 psi
|
Maximum load on cylinder 1
|
153160 lb
|
Maximum load on cylinder 2
|
145860 lb
|
Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
|
5
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
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1
|
Age of specimen
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28 days
|
Age of specimen in hours
|
0 hours
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